서영엔지니어링의 안범준입니다.
단계별 해석을 하는중에 굴착깊이가 10m를 넘어서면 계산이 중단되네요.
확인부탁드립니다. 사용중인 버전은 5.3이고 시리얼은 95-92입니다.

PROJECT 다부육교-TYPE 5

SOIL 1 토사
1.9 0.9 0 35 1500 0 0 0
2 리핑암
2 1 3 33 3000 0 0 0

PROFILE 1 8.726 1 1
2 20 2 2

VWALL 1 13.832 0.01198 0.000204 2.1E+07 2 0.9 0.3 0


ANCHOR 1 1.228 0.0003948 30 5 2 10 0 0
2 3.728 0.0003948 30 5 2 20 0 0
3 6.228 0.0003948 30 5 2 30 0 0
4 8.728 0.0003948 30 5 2 35 0 0



Division 0.1
Solution 0
Output 0

STEP 1 EXCAVATION TO 2.228
SURCHARGE 1.0
ITERATION 10 0.1
RANKINE 1.0 0 30
EXCAVATION 2.228

STEP 2 EXCAVATION TO 4.728
CONST ANCHOR 1
EXCAVATION 4.728

STEP 3 EXCAVATION TO 7.228
CONST ANCHOR 2
EXCAVATION 7.228

STEP 4 EXCAVATION TO 9.728
CONST ANCHOR 3
EXCAVATION 9.728

STEP 5 EXCAVATION TO 10.832
CONST ANCHOR 4
EXCAVATION 10.832
PECK 0.65 0 0

STEP 6 INSERTION CHECK
INSERTION CHECK
GROUND SETTLEMENT


END